Eccentric beam to column junctions: Code feature section

F. H. Mead

doi:10.5459/bnzsee.3.1.24-25

Eccentric beam to column junctions

Code feature section

Authors

F. H. Mead Ministry of Works, Auckland, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.3.1.24-25

Abstract

May I, through the Society's Bulletinf draw attention to a stress condition occasionally occurring in framed structures which, I believe, is little recognised and seldom provided for. I refer to torsional and other stresses developed in columns as a result of lateral loads applied to frames with eccentric beam/column connections.

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Published

31-03-1970

How to Cite

Mead, F. H. (1970). Eccentric beam to column junctions: Code feature section. Bulletin of the New Zealand Society for Earthquake Engineering, 3(1), 24–25. https://doi.org/10.5459/bnzsee.3.1.24-25